[1] 杜修力,廖维张,田志敏,等.爆炸作用下建(构)筑物动力响应与防护措施研究进展[J].北京工业大学学报,2008,34(3):277-287.
Du Xiuli,Liao Weizhang,Tian Zhimin,et al. State of the art in the dynamic responses and blast resistant measures of the buildings under explosive loads [J]. Journal of Beijing University of Technology, 2008, 34(3):277-287.
[2] Corley W G, Sozen M A, Thornton C H. The Oklahoma City Bombing: Analysis of Blast Damage to the Murrah Building[J]. Journal of Performance of Constructed Facilities, 1998, 12(3):113-119.
[3] Urgessa G S, Arciszewski T. Blast response comparison of multiple steel frame connecti-ons[J]. Finite Elements in Analysis & Desig-n, 2011, 47(7):668-675.
[4] Hwang Y S, Anderson J C. Response of a Low Rise Steel Building to Air Blast[C]// Structures Congress. 2008:1-12.
[5] J Sideri, CL Mullen, S Gerasimidis,et al. D-istributed Column Damage Effect on Progre-ssive Collapse Vulnerability in Steel Buildin-gs Exposed to an External Blast Event[J] J-ournal of Performance of Constructed Facilit-ies, 2017,31(5).
[6] Stoddart E P, Byfield M P, Tyas A. Blast Modeling of Steel Frames with Simple Con-nections[J]. Journal of Structural Engineering, 2012, 140(1):04013027.
[7] JY Richard Liew, HX Yu. Steel framed structures subjected to the combined effects of blast and fire - Part 1: State of the art review[J] Advanced Steel Construction,2005.
[8] Yu H X, Liew J Y R. Steel framed structures subjected to the combined effects of blast and fire - Part 2: Case study[J]. Advanced Steel Construction, 2005.
[9] Elsanadedy H M, Almusallam T H, Alharbi Y R, et al. Progressive collapse potential of a typical steel building due to blast attacks [J]. Journal of Constructional Steel Research, 2014, 101(10):143-157.
[10] Bounds W L, Ganpatye A, Miller G. Blast Resistant Design: Engineering Level Frame Analysis[C]// Structures Congress. 2011:2432-2442.
[11] Qianqian Su, X M Zhai. Dynamic response of single-layer reticulated shell with explosion protection wall under blast loading[J]. Thin-Walled Structures, 2018, 127:389-401.
[12] 高轩能, 王书鹏. 大空间柱面网壳结构在爆炸荷载下的动力响应[J]. 振动与冲击, 2009, 28(10):68-73.
Gao xuanneng,Wang shupeng. Dynamic response of a large-space cylindrical reticulated shell under blast loading[J]. Journal of vibrat-ion and impact, 2009,28(10):68-73.
[13] Zhai X, Wang Y, Huang M. Performance and protection approach of single-layer reticula-ted dome subjected to blast loading[J]. Thin-Walled Structures, 2013, 73(73):57-67.
[14] 孙振宇. 外爆荷载下K8型单层球面网壳的损伤模型与损伤评估研究[D]. 哈尔滨工业大学, 2015.
Sun zhenyu. Damage model and damage assessment of K8 type single-layer spherical reticulated shell under external explosion[D]. Harbin Institute of Technology, 2015.
[15] 夏志成, 贾蓬, 金丰年. 应对恐怖爆炸袭击建筑物防护的研究现状综述[J]. 防灾减灾工程学报, 2006, 26(2):229-234.
Xia zhicheng,Jiapeng,Jinfengnian. Review of the Research on Defence of Buildings Agai-nst Terrorist Explosion[J] Journal of Disaster Prevention and Mitigation Engineering,2006,26(2):229-234.
[16] 孔新立, 金丰年, 蒋美蓉. 恐怖爆炸袭击方式及规模分析[J]. 爆破, 2007, 24(3):88-92.
Kong xinli,Jinfengnian,Jiang meirong. Analysis of Way and Scale of Terroristic Raid [J] Blasting,2007,24(3):88-92.
[17] 高轩能, 付诗琪. 空间高度对球面网壳结构内爆炸响应的影响[J]. 土木建筑与环境工程, 2017, 39(4):107-114.
Gao Xueneng, Fu Shiqi. The Influence of Space Height on the Explosion Response in Spherical Lattice Structures [J]. Civil and Environmental Engineering, 2017, 39(4):107-114.
[18] 吴彦捷, 高轩能. 爆炸冲击波数值模拟及超压计算公式的修正[J]. 华侨大学学报(自然科学版), 2014, 35(3):321-326.
Wu Yanjie, Gao Xuaneng. Numerical Simulation of Explosion Shock Waves and Correction of Overpressure Calculation Formula[J]. Journal of Huaqiao University(Natural Science), 2014, 35(3):321-326.
[19]Mahoney E E.Analyzing the Effects of Blast Loads on Bridges using Probability,Structur-al Analysis,and Performance Criteria[D] Was-hington D.C:University of Maryland,2007.
[20]Henrych J, Abrahamson G R. The Dynamics of Explosion and Its Use[M]. Elsevier Scientific Pub. Co, 1979.
[21]亨利奇. 爆炸动力学及其应用[M]. 科学出版社, 1987.
[22]李翼祺, 马素贞. 爆炸力学[M]. 科学出版社, 1992.
[23]Brode H L. Blast Wave from a Spherical Charge[J]. 1959, 2(2):217-229.
[24]Baker W E. Explosions in Air[J]. 1973.
[25]Ahmed Fahmy ,Farag Tolba. Response of FRP-Retrofitted Reinforced Concrete Panels to Blast Loading. Canada: Carleton University ,2001.
[26]仲倩, 王伯良, 黄菊,等. TNT空中爆炸超压的相似律[J]. 火炸药学报, 2010, 33(4):32-35.